HomeMy WebLinkAbout2015 Aug 03 - Sign Off Transmittal, Plans - Raze/Replace - 3 Bedroom Dwelling �o��q�,� TOWN OF YARMOUTH
� = w-�� HEALTH DEPARTMENT
�'�''���N�-`'�� PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
�
To be completed byApplicant:
' Building Site Location: �S � � 1� �"S< �� V�G L � �s/i ���„��
Proposed provem nt: �_2� � �`�t�'' n �.�f L� - !"�0�.5'C�C�` '3 �GL���1
�c•�✓�'/ •f
Applicant: ��4-i�t r5 /'��.� r�i l._ �-- Tel.No.: ��'/' S`f��/-�ZL
Address: 3 U )2�"'J i �%� Date Filed: � o/'.�
**If you would like e-mail notification of sign o,f,�;please provide e-mail address:��`b.�jZ 5 Pr-�LfA�3(�-L,t.� ��?�N�i'Z,,
Owner Name:
��1'N�� C �.
Owner Address: Owner Tel.No.:
............................:.....................................................................................................................................................:..............................................................................::.:...................:.............................................:.....:.....................
RESIDENTIAL AND/OR COMIVIERCIAL BUII..DING
HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e.,Requirements
For Septage Disposal and other Public Health Activities.
Please submit three (3) copies of plans,to include;
(1.) Site Plan showing existing buildings, water line location,
and septic system location;
(2.} Floor plan labeling ALL rooms within building
(all ezisting and proposed)—
Note:Floor plans not required for decks,sheds, windows,roofing;
(3.) If necessary, Title 5 application signed by licensed installer
with fee.
.................................................................................................... ..... ................................................... ..........................:...................................:............._............................................................................ .........
REVIEWED BY: �C/�/ DATE: d'` � ./Sr
PLEASE NOTE
COMMENTS/CONDITIONS: '` 1� '
� ��4'��v'� y '7` 1` / � 1..1�`�
Am
EMP
el -ATE HEIGHT
FRON'. ELEVATION
SCALL: 1/4"=1'-0"
REAR ELEVATION
SCALE: 1/4'=1'-0'
RIGHT ELEVATION
SCALE: 114"=1'-0'
LEFT ELEVATION
SCALE: 114"=1'-0"
V
47N
11-1:111113
SECOND FLOOR PLAN
SCALE: 114"=l' -O"
'BULKHEAD
2--1 0"
4'-51/2- =i- 3'-6'* 1 i, T-5' 15-3- — I
9'-6
SEE NOTE
_EXTERIOR- —SHEET A-3
12'-0"
12) .32
14
- — — — — — — — 2x6 STUDS
SEE NOTE T'—
11
c, IF, -0.
SHEET LAV
2- �O
�7'T�H 3 1/2"
_ i-3 I/
T - .21 INSULATION� �2'-F,,Li 9--0-
15.-8 112-\ —5* -71 --30-6 1!2'— 04 X4
4
DST
C? POST-
S�FIIFE RATED
Gy SjM BoAPQ 5'e FIFE RATEDE -1 SCREENS--
'GYPSUM
BOARD
O
I
L� -LANE. xO
�A
—HIGH
HALF WALL
-A
A
MEN RATED
9 DOOR IN' CLOSEP. I I ED! C. P.FT SEE DETAIL@SECTION
II .STRUCTURAL BEAM -
4X6 POST POST T
— — — — — — — — — — —
GARAGE I -- — — — — — --- — — — —
1-101:a-
i �ii . x C?
15-8 1/2" 2%3' '
;:: -8- 19'-00- 10--1 3/4 -
Ti
MUD RC)C)mBU.T-INS FLUE i.
6
—DOWN 1 NI
5* -1 1/2 2-4 I FLUE ANGLES I o SCREEN PORCH
O IX. STUDS
J -
IF
12-ZEROGILEA—E i
METALFIREPLACE N J 1NOTE SEE FOUNDATION PLAN
I
PAL GAS UNIT b
!,.lEO FOR 4X4 POST INSTALLATION
AT SCREEN PORCH
DINING c?LIVING ROOM 4xa 4z4 Nr
�v UP NEWEL POST POST, PROTECTION OF OPENINGS
i I i \ Z; , - . —E 1-1 N
7
T7 '-BUILT-INS UP 15 HISEPS. Ir
70* -B-
AI�
STUDS OPTION
@to OC BUILT-INS
12 -SIDE LITES -. i /
—3-4-
I V-0, —
38'-0'
3 112'
SEE NOTE T-
-SHE -ET A 3
a t EXTERIOR GLAZING TO BE
PROTECTED AS PER R301.2 12
INTERNATIONAL RESIDENTIAL CODE 2009
112" v GARAGE DOOR TO BE IMPACT RESISTING
STANDARD AND DASNIA STATIC AIR
PRESSURE DIFFERENCE.
PLYWOOD PANEL TO BE USED
AT OPENING.
12* -0'
FIRST FLOOR PLAN
SCALE: 1/4"=1'-0"
9'-0'
2'B-
3,-6,
154"
16-o"
w
�TE
--
29-8"
70* -B-
AI�
STUDS OPTION
@to OC BUILT-INS
12 -SIDE LITES -. i /
—3-4-
I V-0, —
38'-0'
3 112'
SEE NOTE T-
-SHE -ET A 3
a t EXTERIOR GLAZING TO BE
PROTECTED AS PER R301.2 12
INTERNATIONAL RESIDENTIAL CODE 2009
112" v GARAGE DOOR TO BE IMPACT RESISTING
STANDARD AND DASNIA STATIC AIR
PRESSURE DIFFERENCE.
PLYWOOD PANEL TO BE USED
AT OPENING.
12* -0'
FIRST FLOOR PLAN
SCALE: 1/4"=1'-0"
EACH9114-TRE
2'B-
154"
w
�TE
A-3
D—U,
4--8-
11`0,
70* -B-
AI�
STUDS OPTION
@to OC BUILT-INS
12 -SIDE LITES -. i /
—3-4-
I V-0, —
38'-0'
3 112'
SEE NOTE T-
-SHE -ET A 3
a t EXTERIOR GLAZING TO BE
PROTECTED AS PER R301.2 12
INTERNATIONAL RESIDENTIAL CODE 2009
112" v GARAGE DOOR TO BE IMPACT RESISTING
STANDARD AND DASNIA STATIC AIR
PRESSURE DIFFERENCE.
PLYWOOD PANEL TO BE USED
AT OPENING.
12* -0'
FIRST FLOOR PLAN
SCALE: 1/4"=1'-0"
4" PERIMETER
DRAIN AROUND
BASEMENT - FILTER
BLANKET
•
1 DETAIL 1
A-3 SCALE: 1"=1'-0"
3/4" HARDWOOD FINISH
3/4" SUB -FLOOR
---- -
4" CONCRETE SLAB
@ 3,000 PSI
�- SLOPE
x x.
2 RISERS @ 7 1/8"
v
6X6W1.4XW1.4
BELOWMAIN
LU
1
I
�
¢
45° #5 DOWEL
BASEMENT
¢
• • BENT IN FIELD
o
I
I
a
�
1/8":12" N
5" CONCRETE SLAB
4tia
O
— BOLTS TO BE 5/8" @
I
14'-4"'
LU
10" POUR
23" O.C. W/ 3X3X1 /4"
SIM PSON ABU 44 @ EACH
POST. SEE FLOOR PLAN
@ 3000 PSI
O
(2) 2X6
(2) #5's
I
•
_
--- �� —'
I
PT SILL • •
x x
4" PERIMETER
DRAIN AROUND
BASEMENT - FILTER
BLANKET
•
1 DETAIL 1
A-3 SCALE: 1"=1'-0"
3/4" HARDWOOD FINISH
3/4" SUB -FLOOR
2 DETAIL 2
A-3 SCALE: 1"=1'-0"
2X1 Os @ 16" O.C.
---- -
NOTE: AS PER WFCM 110MPHl
2 RISERS @ 7 1/8"
EXPOSURE -B'SAR-2.505n'
BELOWMAIN
(2) 2X6
1
I
�
I
BASEMENT
PT SILL
I
AS PER WFCM 110MPH
I
I
• •SLOPED
(2) #5's 2X10s Qa
16" U.-
1/8":12" N
5" CONCRETE SLAB
4tia
3 -CONIC ETESLAB
@3,000 PSI
— BOLTS TO BE 5/8" @
I
14'-4"'
I
GRADE
@ 3,000 PSI WITE
23" O.C. W/ 3X3X1 /4"
SIM PSON ABU 44 @ EACH
POST. SEE FLOOR PLAN
O
(2) 2X6
6X6 W1.4XW1.4
I
•
_
--- �� —'
F
_
PT SILL • •
x x
'SEAM
m LU
¢
I
#5 DOWELS
W
I U
O
J
10" POUR
<
AS PER WFCM 110MPH
(2) #5's
— @ 16" O.C.
@ 3000 PSI
o
EXPOSURE B ANCHOR
BLAB 1!2" BELOW
Lu
I
¢
:
BOLTS TO BE 5/8" @
TOP OF FOUNDATION
¢
3000 PSIGRADE
o ccc
23" O.C. W/ 3X3X1/4"
-
'SEE NOTE -F'
o c7
L O---
3:
PLATE WASHERS
5/8" ANCHOR BOLTS @
v
0
j
10" POUR
23" O.C. W/3X3X1/4"
I OO
UP
UU
DDO
FOUNDATION R
----
@ 3000 PSI
PLATE WASHERS
w
-----
--- ---- --I�
(SD)(GO1
10" POUR
ITYPICAL
I �. � 12)2X6 PT SILL
-
(2) #5's
@ 3000 PSI
A-3 '
� I I
BAY WINDOW OVERHANG
BAY WINDOW OVERHANG_
2 DETAIL 2
A-3 SCALE: 1"=1'-0"
2X1 Os @ 16" O.C.
---- -
NOTE: AS PER WFCM 110MPHl
-- TOPOFWALL----12
EXPOSURE -B'SAR-2.505n'
BELOWMAIN
— (2) 2X6 PT SILL
1
I
�
I
BASEMENT
I
AS PER WFCM 110MPH
I
I
EXPOSURE B ANCHOR
N
I
4tia
3 -CONIC ETESLAB
@3,000 PSI
— BOLTS TO BE 5/8" @
I
14'-4"'
I
i O
23" O.C. W/ 3X3X1 /4"
SIM PSON ABU 44 @ EACH
POST. SEE FLOOR PLAN
O
PLATE WASHERS
��
— —_--
I
v LL
_
--- �� —'
F
_
— ----c
E — —
I E—m-- —`Jr
" O
M F-
'SEAM
m LU
¢
I
N =
J
W
I U
O
J
10" POUR
<
u
@ 3000 PSI
5 DETAIL 5
A-3 SCALE: 1"=1'-0"
DAMP -PROOFING
II
3 1/2" SLAB
@ 3000 PSI
6 MILL VAPOR BARRIER
: 6" COMPACT GRAVEL
COMPACT SOIL
(2) #5's
1
3 DETAIL 3
A-3 SCALE: 1"=1'-0"
33'-6"
-6" 6'-0"
58'-8"
5'CONCRETE SLAB TYPE -C-
1 W, WIRE MESH - _. - SII.CO BULKHEAD I I I
6X6
W1,4XWI4
;F 3'-2' L o
M.O. 1 STEPS91 I 110,
X 3,_0" , ,,10„
�I o
---- --- '----.--;- � -��---�J----� �^ �.
t
,..I. .�----------_ �1-,JOX66 T
/ BASEMENT BASEMENT
/ WINDOW 2X6 PTS
TYPICAL WINDOW
SEE NOTE "F (212X6 PT SILL STUDS
PT SILL THIS SHEET T I TYPICAL
- I TYPIC
I
WOOD
STEPS
-IE
M.O.--I
70'-6'
5" CONCRETE SLAB
@ 3,000 PSI WITE
6X6 W1.4XW1.4
#5 DOWEL BENT
@ 16" O.C.
10" POUR
@ 3000 PSI
(2) #5's
4 DETAIL 4
A-3 SCALE: 1"=V-0"
-0" �tE`-10' 2" 3•_0" ->}•
M.O.
�------------
BASEMENT
WINDOW I
(212X6 PT SILL
TYPICAL
M.O.
16-0"
,-SEE NOTE F �...-_--✓� o I ... - ��---'�/ \P
THISSHEET
12-DIASONO-TUBES
�W,ZXZVCONCRETE
-- FOOTING@3000PS1
- - 4'-0' BELOW GRADE
15-6" T-0" 15-6"
F- 4'-8" I 38'-0"
NOTE'F'1
OLD.
.
.
LDDN CORNERSTWO I
STORY WITH 5,9 TIE SET
INTO FOUNDATION 10-.
5'B' DIA TIE ROD TO HAVE
COUPLING NUT@ EACH
FLOOR
SEE NOTE 'F -
THIS SHEET
CONCRETEPADS
FOR COMPRESSORS
@ 1000 PSI 1
---- -
NOTE: AS PER WFCM 110MPHl
-- TOPOFWALL----12
EXPOSURE -B'SAR-2.505n'
BELOWMAIN
PVC PIPE I
DIAANCHOR BOLT WITH
I 3'X3%il4'PLATE WASHERS
BASEMENT
RADON VENT
I', I'@23'OG. TO BE USED
I
N
I
4tia
3 -CONIC ETESLAB
@3,000 PSI
I
70' :
I
14'-4"'
I
4-111 11 5._11'._
i.-6'-1'.
6-2" 3i 6-5" 6-5-
-5'-zx101
SIM PSON ABU 44 @ EACH
POST. SEE FLOOR PLAN
.41 2.. 1OOD BEAM
--_—
��
— —_--
I
sLGPED
_
--- �� —'
�--
— ----c
E — —
I E—m-- —`Jr
'SEAM
I----
J BEAM
I
POCKET
,.
T2'STEEL COLUMNS_
I
I
i4)2Xt0 WOOD BEAM--' POCKET
4V2p"ROSt
I N W' ZX2'Xt'CONCRETE
OOTINrypiCA$3000 PSI
FOOTINGS-
'. I
I
4'CONCRETE I
:
RAILING
3000 PSIGRADE
tp
(2)2X6 PT SIL
TYPICAL
-
'SEE NOTE -F'
I
L O---
�.
j
to DROP IN
UP
FOUNDATION R
----
I O I _ : I
I UP 13 RISERS @ 711!16-
TREAD 91/4"EACH
-----
--- ---- --I�
(SD)(GO1
ITYPICAL
I �. � 12)2X6 PT SILL
-
I
A-3 '
� I I
BAY WINDOW OVERHANG
BAY WINDOW OVERHANG_
M.O.
16-0"
,-SEE NOTE F �...-_--✓� o I ... - ��---'�/ \P
THISSHEET
12-DIASONO-TUBES
�W,ZXZVCONCRETE
-- FOOTING@3000PS1
- - 4'-0' BELOW GRADE
15-6" T-0" 15-6"
F- 4'-8" I 38'-0"
NOTE'F'1
OLD.
.
.
LDDN CORNERSTWO I
STORY WITH 5,9 TIE SET
INTO FOUNDATION 10-.
5'B' DIA TIE ROD TO HAVE
COUPLING NUT@ EACH
FLOOR
SEE NOTE 'F -
THIS SHEET
CONCRETEPADS
FOR COMPRESSORS
@ 1000 PSI 1
�I-
FOUNDATION
SCALE: 1/4"=1'-0"
j W V W
�z-=x
l IzlAa�
AwU0
�aW-R
61
V
6 r Gv 3
I-
Iz
I a
C7
z
CoQ
U V U` a
I Zr�
U3Q00
I
I
1
I
'i
i
I
I
II,
Lawrence F Crouse Jr.
li
SCALE:
6/10/2015
II
A-3
I'
---- -
!
-- TOPOFWALL----12
BELOWMAIN
FOUNDATION
P 2"
4tia
5 -CONCRETE SLAB I
ON GRADE@3000 PSIN
NOTE: 4'X4' POSTS S, PORCH I
iO BE HELD DOWN WITH
REINFORCED I
SIM PSON ABU 44 @ EACH
POST. SEE FLOOR PLAN
SLOPED TOP OF WALL
FOR LOCATIONS
LEVELt'6'
PER 12TOP
rL'A
OF WALLI�SLOPE
I----
116 PER 12
I
------
I
I
I
v
I
�I-
FOUNDATION
SCALE: 1/4"=1'-0"
j W V W
�z-=x
l IzlAa�
AwU0
�aW-R
61
V
6 r Gv 3
I-
Iz
I a
C7
z
CoQ
U V U` a
I Zr�
U3Q00
I
I
1
I
'i
i
I
I
II,
Lawrence F Crouse Jr.
li
SCALE:
6/10/2015
II
A-3
I'
I :I
I I i I
I I I I
r— — — — — — — — — — — — — — — _
— I I
I I I I I SOSOLID�BRIDGING
i I I jl �II I� I�Ii i! 2X10s�@16" O.C.
�
I I Ij j I II I I II � I !
i I it
S SLABONGRADE I i i I it I II
I I I I I j I II(4) 2X10 WOOD BEAM lil L !I Ii
I
BO�, - I =
I I rBEAM
CK ET ( if —II
SLOPED �- � I I j I I it it l
12Xi 0s @ 16" O.C.
SOLID BRIDGMG III
I I
(---- -- --- j
---------
TY X6 PT SILL TYPICAL
I
L ---�I� l—I— f-- --- —4---
— — — — — — — — — — — — — —
(2) 2X6 PT SILL I
TYPICAL
i
L-- --- ---
4
SOLID BRIDGING-
BEAI I I
POCKET'I
SLABON GRADE I I
SLOPED
SOLID BRIDGING
L— _ --
I
LN
II I j I:
I
FIRST FLOOR FRAMING PLAN
SCALE: 1/4"=1'-0"
NOTE: SEE FOUNDATION PLAN
FOR 4X4 POST INSTALLATION
AT SCREEN PORCH
PROTECTION OF OPENINGS
EXTERIOR GLAZING TO BE
PROTECTED AS PER R301.2.1.2
INTERNATIONAL RESIDENTIAL CODE 2009
GARAGE DOOR TO BE IMPACT RESISTING
STANDARD AND DASMA STATIC AIR
PRESSURE DIFFERENCE.
I
I a I
"JWP I
�z�x
W F
Iz.Aa"r'7
WacFi:�IY„ I
U
w 3
I
z
d
O
CL
C7
z
C7
Baa
adz
N
n
I
I
I
Lawrence F Crouse Jr.
SCALE:
1/4IN= I FT
6/10/2015
If
A-4
(4) 1 3/4"X16" LVILS
FLUSH FRAMED
2X1 Os
Ca 16- O.C.
SECOND FLOOR
METAL
HANGERS
BEAM DETAIL 0 LIVING ROOM
SCALE:1 "=1'-0"
SECOND FLOOR
8" RISERS
TYPICAL 2X10
9" TREADS_
TYPICAL
W/ 1 1/4" BLOCKING
NOSING
2X10
STRINGER
14'-7 1/2" 13'-4 1/2"
"A" STAIR DETAIL
A-5 SCALE:1 "=1'-0"
38--0"
10-OVERHMO
L— — — — —
o
— — — 4
1 1
38--0"
10-OVERHMO
it
it
if
xi
2X10$
I
Cap 16" 0 C.1
I if
I
I
if11
it
I it
t3! —XT I11E
VDN
-0c
IN,
kSl-- STR-1 —A
qEA—. 0 E -E
9
?
12X
7
-CLEA 0
SIL Li
! LL—,
--EEI
SUIA71A T
I —
2X12
RIDGE
BOARD it
us e
p1EA.N .1 D Z
'IE
L
—1-
2x-9
14'.7 1.2-
it
t
II
t
I
II
2X10$ @ 16" O.0 -
II
if I
If ii II
4
Itit ,'I,,
I
A-1
2
b�
ROOF BELOW UNDER
SECOND FLOOR WINDOW
38'-0"
.14/•.7 4*.
pw 'All
E
si BUILDING
SECTION
<Z'l
A-5
— SCALE: 1/4-=I'-0"
38--0"
10-OVERHMO
it
it
if
xi
2X10$
I
Cap 16" 0 C.1
I if
I
if11
it
I it
12X
ifIf
I W"Ll
! LL—,
2X12
RIDGE
BOARD it
L
1 II
it
t
II
t
I
II
2X10$ @ 16" O.0 -
II
if I
If ii II
4
I
-i0-OVERHANG
ROOF BELOW UNDER
SECOND FLOOR WINDOW
38'-0"
SI
<A-5 ROOF FRAMING PLAN
SCALE: 1/4"=1'-0'
Z
Z
L) W
d
Z
U it
11
It
0
if
1 III
li
ii
II IIi
Iii I
IiI I'
111
Lawrence F Crouse Jr.
'-ALE:
1 114 IN= I ITT Ii
6/10/2015
A-5